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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F07%3A01139067%21RIV08-GA0-21110___
rdf:type
n17:Vysledek skos:Concept
dcterms:description
This paper will compare the effects of temperature changes on the superstructures of bridges, above all the effect of temperature gradient. The loadings according to standards ČSN 73 6203, ENV 1991-1-5 and DIN 1072 will be compared here. With respect to a variety of design processes, the comparison will be made without any coefficient of loading, combination or material. Besides the theoretical comparison, the comparison on exact constructions will be made. This paper will compare the effects of temperature changes on the superstructures of bridges, above all the effect of temperature gradient. The loadings according to standards ČSN 73 6203, ENV 1991-1-5 and DIN 1072 will be compared here. With respect to a variety of design processes, the comparison will be made without any coefficient of loading, combination or material. Besides the theoretical comparison, the comparison on exact constructions will be made. Příspěvek porovnává účinek zatížení nosných konstrukcí mostů teplotou, a to především nerovnoměrnou složkou teploty. Je srovnáno zatížení podle norem ČSN 73 6203, ENV 1991-1-5 a DIN 1072.
dcterms:title
Srovnání zatížení mostních konstrukcí teplotou The Comparison of Temperature Loading of Supporting Construction of Bridges The Comparison of Temperature Loading of Supporting Construction of Bridges
skos:prefLabel
Srovnání zatížení mostních konstrukcí teplotou The Comparison of Temperature Loading of Supporting Construction of Bridges The Comparison of Temperature Loading of Supporting Construction of Bridges
skos:notation
RIV/68407700:21110/07:01139067!RIV08-GA0-21110___
n3:strany
259;264
n3:aktivita
n8:Z n8:P
n3:aktivity
P(GA103/06/0815), Z(MSM6840770005)
n3:dodaniDat
n9:2008
n3:domaciTvurceVysledku
n7:1606476 n7:8781656
n3:druhVysledku
n21:D
n3:duvernostUdaju
n13:S
n3:entitaPredkladatele
n5:predkladatel
n3:idSjednocenehoVysledku
414411
n3:idVysledku
RIV/68407700:21110/07:01139067
n3:jazykVysledku
n19:eng
n3:klicovaSlova
bridge; temperature difference component; temperature loading
n3:klicoveSlovo
n6:bridge n6:temperature%20difference%20component n6:temperature%20loading
n3:kontrolniKodProRIV
[BD0DD0ED20E2]
n3:mistoKonaniAkce
Praha
n3:mistoVydani
Praha
n3:nazevZdroje
Fibre Concrete 2007
n3:obor
n11:JN
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n14:GA103%2F06%2F0815
n3:rokUplatneniVysledku
n9:2007
n3:tvurceVysledku
Šindler, Daniel Římal, Jaroslav
n3:typAkce
n22:EUR
n3:zahajeniAkce
2007-09-12+02:00
n3:zamer
n18:MSM6840770005
s:numberOfPages
6
n16:hasPublisher
České vysoké učení technické v Praze. Vydavatelství ČVUT
n20:isbn
978-80-01-03740-9
n10:organizacniJednotka
21110